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HomeMy WebLinkAboutzT-1650Set&-M j GENERAL NOTES ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT. \lf-S-DJ03 PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED. 2: ALL POWER AND TELEPHONE POLES, GAS AND GAS VALVES AND APPURTENANCES i SHALL BE REMOVED OR RELOCATED BY OTHERS PRIOR TO OR DURING CONSTRUCTION, FURTHER THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THESE ACTIVITIES, IF NECESSARY. 3. ALL FIRE HYDRANTS, WATER VALVES AND WATER METERS SHALL BE RELOCATED AND/OR ADJUSTED BY THE CONTRACTOR, IF NECESSARY. 4, ALL UTILITY AND SUBSURFACE INFORMATION IS FOR INFORMATION ONLY AND IT! SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ASCERTAIN THE LOCATION. AND DESCRIPTION OF ALL UTILITIES AND SUBSURFACE CONDITIONS PERTINENT TO THIS PROJECT PRIOR TO BEGINNING CONSTRUCTION. 5. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. UTILITY COMPANIES SHALL BE CONTACTED BY CONTRACTOR PRIOR TO CONSTRUCTION TO DETERMINE EXACT LOCATIONS. 6; THIS DOCUMENT IS ONLY COMPLETE WHEN ALL OF THE ATTACHED SHEETS ARE USED AS ONE DOCUMENT T IN CONJUNCTION WITH THE STANDARD PLANS AND SPECIFICATIONS' ANID'THE BID DOCUMENT AND SPECIAL PROVISIONS. 7 THE CONTRACTOR SHALL CONFORM AT ALL TIMES TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND ANY PERTINENT LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS. & THE STANDARD DETAILS WHICH PERTAIN TO THIS PROJECT ARE INCLUDED IN THE SPECIAL PROVISIONS. 1 w -1 DRAWING NUMBER 1 2 3 4 5 6 7 8 9 10 11 REGION NO.- STATE FEDERAL PROJECT NO. SHEET NO. M- 1302 (4) 1 OF 11 INDEX • DRAWINGS REGION N0, STATE FEDERAL PROJECT NO. SHEET NO. M-1302 (4) 3 OF 1 I 20 0 20 40 60 80 �I 9 I ce -- <r Q W /¢ - cZi t.0iT�-..-- _`:OS!aroN z .�V ti —X .—WO A. Y 0 N �a \ CITY ®F RENT ®N DEPARTMENT OF PUBLIC WORKS EXISTING INTERSECTION PLAN ' DESIGNED DATE MAY 83 FILE NO DRAWN CHECKED SCALE I = 4 `i FIELD BOCK--=AGE NO. REVISION I BY APPR. .DATE APPROVED L SHEET OF I I 5 SONS INC 81518 LANE LINE DETAIL � 9 � 15' 91 �f 15' �• 91 _ I� 15' � 9' � 3±� 10 PLASTIC TRAFFIC BUTTONS .011+ h-- -9 5 " -10" e -c SUNSET BLVD. N. 9 —0-0-0-0-0-0 9 10 . 1i 2 0-0= 0=0=0 -0-0�oo= o— o= o= 0- 0= o= o= O— o = o==O=O= = 0=0 =0— OO_p o�,0�0_0= OO_OO O— O_ V O O O O O+^ O 0 O O 0 -� 0 r Z 0 0 CHANNELIZATION NOTES @1 10" Yellow Traffic Buttons - 5° o. c. Q 10" Yellow Traffic Buttons - Id o. c. Pa 4" Line Markers (Type I), White - 3' o.c. 4" Line Markers (Type I & TypeUa (See Lane Line Detail) ® 18" Thermoplastic Stop Bar Q6 12" Thermoplastic Crosswalk U 10" White Traffic Buttons - 5i o. C. 0 10" White Traffic Buttons - 1'0' o. c., s ii Thermoplastic Arrows 81 Legends as indicated Ln r� / F I 13 REGION NO. STATE FEDERAL � ROJECT NO. SHEET N0. M -1302 (4) 5 OF I I w r 0 -- -0-- 0 _-- o-- o__O�_O- -_0� =0 � O� --0- =O= O_O_.O i� MOW '911& rl�s .IM:� I Pa I� • I I 1 �) • I li I I KIND _ s ii �• • 14 r I 13 REGION NO. STATE FEDERAL � ROJECT NO. SHEET N0. M -1302 (4) 5 OF I I w r 0 -- -0-- 0 _-- o-- o__O�_O- -_0� =0 � O� --0- =O= O_O_.O i� MOW '911& rl�s .IM:� GENERAL NOTES i \o= / I. LOCATION OF POSTS, POLES AND JUNCTION BOXES SHOWN ARE APPROXIMATE ONLY AND SHOULD BE LOCATED IN THE FIELD BY THE CONTRACTOR AND 1 34 APPROVED BY THE ENGINEER. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOC- ATING ALL UTILITIES PRIOR TO BEGINNING WORK. 3. STANDARD DETAIL SHEETS ARE INCLUDED IN THE ' CONTRACT SPECIFICATIONS. ' 4 4. FOR WIRING, LOOP, POLE, PEDESTAL, PUSH BUTTON AND sTe 12 +a5 _ I 11 1 OTHER SCHEDULES, SEE DETAIL SHEETS AND STD. PLANS. 2 STA 12+ 54' — 5. SEE . SHEET NO. 7 OF I I FOR TRAFFIC SIGNAL PLAN. o , — STA.12+o9 — ' STA. 12 +09 I 29 � F_ I. 0 1 I ts� M 1 >n a r u� 1 STA. 12+18--X ' II 14 II - - - - -- -------------------- 1. - -- - – � �- - 14 STA.12+ 1 i — 15 9 10 11 — — — 12 1 13 I 14 — 4 — — STA..12 +51 - I l i 12 ST 12+68- ,. STQ.13+50 _ _ - SUNSET B LV ©. N. 14 _ 12 ------------------- - - - - -- 14 12 FP VAULT I i \ / ' STA. 14 +35 (N.3RD ST) CD I i ` 11 STA. 14 +48 (N.3RD ST.) + I ' o J I —STA. 14 +85 STA. 14+90 � 5�p• / � I I / CONSTRUCTION NOTES I! INSTALL JUNCTION BOX (TYPE "B ") �2 INSTALL JUNCTION BOX (TYPE 11C11) &4 INSTALL 6'x 61 DETECTION LOOP ® INSTALL EMERGENCY VEHICLE DETECTOR AND SIGNAL POLE (TYPE PS). SEE DETAIL SHEETS AN.D STD. PLANS. / / / / / 14 / II STA. 16 +50 / i 35 / 4 4TCH A EX REGION N0. STATE FEDERAL PROJECT NO. SHEET NO. M-1302(4) 6 OF 11 20 0 20 40 60 80 1' s .,. N N EXIST - �.B• °� 40 y n�� l� ';k in �'\ 1 t1TF�T► f�rl�l INSTALLED AS REPLACEMENT PHASE l PHASE 2 PHASE 3 PHASE 4 PHASE 5 PHASE 6 PHASE 7 PHASE 8 BRACKET EMERGENCY VEHICLE P -E1 EMERGENCY VEHICLE P -E2 EMERGENCY VEHICLE P -E3 EMERGENCY VEHICLE P -E4 RR PRE -EMPT 2. ALL PEDESTRIAN HEADS SHALL BE ENERGY EFFICIENT TYPE NEON J Q w S �� 4 w- TQ NOTES O� Q w- =0 NOTES OJ Q w- S4 NOTES pJ Q wT =O NOTES O� G w- =� NOTES OJ Q w- S4 NOTES 0� Q° wN 2D NOTES a I Q wU) 20 NOTES z Q w M } O J Q uI� 20 NOTES } ®J Q wIn 2D NOTES } ®a Q° wL z® NOTES } OJ Q a -w- _® NOTES HEAD DiSPLAY CLEAR ANCE INTERVAL HEAD DISPLAY PRE -EMPT INTERNAL LEGEND �Q Zu. z 4 w = v� G! —� GREEN RIGHT ARROW R FLASH RED GREEN 450 LEFT ARROW W WALK GREEN 450 RIGHT ARROW DW DON'T WALK GREEN THROUGH ARROW DW FLASH DON'T WALK Y YELLOW DE DEENERGIZED �. CITY OF'RENTON DEPARTMENT OF PUBLIC WORKS SUNSET BLVD'. N. a N. 3RD ST. SIGNAL PHASING PLAN O R g� DATE MAY ,__ FILE NO 14Z R DRAWN SCALE FIELtt eoou awGE- 0(S CHECKED R NO. REVISION BY APPR. I DATE � APPROVED tt t SHEET�OFJJ_ OG R 14Z R R ®G R R R R® All 147, O R A O 14Z 4- R Al) ® G 14z A, 0 R G R R R R a R /c to R /e .e 4-- Az 14 R j !/ "o, G !2 !1 /K G ,e R lz e /e G R R l2 /3 .K /4z ,e a - Q l3 R R .2 <--- G iZ 13 /4 ,K 0 O O i� AV OJIV op✓ D!N - 0 FNPI W n/ tti/ W W DW OW - l0 i8 W W — l8 OW W W W DW D'V - IB - W DW — /9 D H/ W opv OW DW - l9 ®D W - W — 20 W W W O aw OW - 0 N W DN Dpv — `E°/ W f! ✓ W 02 vv/ DV W W DlN DIN — ® ON ON W apv bW ,oW -- 0 _ 0 0 0 0 0 0 O O 0 0 0 O 0 0 0 0 0 0 0 0 0 - 0 0 01 0 0 0 0 0 0 0 0 0 0 _ 0 0 0 0 01 1 1 1 1 1 1 0 0 0 0 O 0 I 0 _+ O INSTALLED AS REPLACEMENT INSTALLED AT AT EXISTING LOCATION NEW LOCATION NEON NEON 9 BRACKET BRACKET .MOUNTED MOUNTED VISORS AND GLASS LENSES. 2. SIGNAL HEAD DISPLAY SUPEPIOR REPROGRPPHIC. INSTALLED AS REPLACEMENT AT EXISTING LOCATION INSTALLED AT NEW LOCATION TOP MOUNT PLUMBIZER O 12 . 12" O 120 O 12" O12 O If O 12" O 12 O 12" ® 12" ® 12° E� 12'I 1211 TOP MOUNT PLUMBIZER OO OO ®O 1\2D ® �� REa 6N NO PHASE 1 PHASE 2 PHASE 3 / 0 5 5 5 � N N N HICLE 1 iERAL PROJECT NO SHEET NO FMFRGFNCY VEHICLE 2 VEHICLE 'T 3 Y VEHICLE APT 4 PHASE SEQUENCE DIAGRAM NOTES: 1. ALL VEHICLE HEADS SHALL HAVE BACK PLATES AND BE EQUIPPED WITH TUNNEL VISORS AND GLASS LENSES. 2. ALL PEDESTRIAN HEADS SHALL BE ENERGY EFFICIENT TYPE NEON SYMBOL DISPLAYS AND BE EQUIPPED WITH ° Z - CRATE" TYPE VISORS. 3. ALL VEHICLE AND PEDESTRIAN HEADS SHALL BE PAINTED YELLOW ON ALL OUTSIDE SURFACES. THE INSIDE OF THE VISORS AND THE FRONT FACE OF THE BACKPLATES SHALL BE FLAT BLACK. 4. THE PHASING AND SCHEDULE INFORMATION ON THIS SHEET PERTAINS TO SHEET 11 OF II . LEGEND G 4-- GREEN R RED GREEN LEFT ARROW Y FLASH YELLOW v� G! —� GREEN RIGHT ARROW R FLASH RED GREEN 450 LEFT ARROW W WALK GREEN 450 RIGHT ARROW DW DON'T WALK GREEN THROUGH ARROW DW FLASH DON'T WALK Y YELLOW DE DEENERGIZED �. CITY OF'RENTON DEPARTMENT OF PUBLIC WORKS SUNSET BLVD'. N. a N. 3RD ST. SIGNAL PHASING PLAN OESIGNED g� DATE MAY ,__ FILE NO J• 0• DRAWN SCALE FIELtt eoou awGE- CHECKED NO. REVISION BY APPR. I DATE � APPROVED tt t SHEET�OFJJ_ Degrees Clockwise to Typical Attachment Point from 00 12 900 Typical Di Signal Arm Attachment Point - 00- - - 1800 V v All Handholes at 1800 wy O Pole Orientation Angle 2700 (P.O.A.) Degrees Clockwise from Offset Line to 00 Point Base Plate 0 Location Station Roa�'t'dY POLE ORIENTATION AND ATTACHMENT DETAIL F44F f f Ground Wire Pedestal G G 4 Anchor Bolt with 2 Washers 2 and 2 Nuts each. 5/8" x 18' �] with 4" hook. Bolt circle 13 1/2 "+ 1/4" dia. equally spaced. o I I Finished Grade i 2 0 1 Do C) 0 1 Ground Wire to Ground Rod at First Handhole in in Conc. Round or Square O7 7 TYPE PPB TYPE PS TYPE I PEDESTRIAN PUSH PEDESTRIAN FOUNDATION DETAIL B FOR TYPE PPB FOUNDATION DETAIL C FOR TYPE PS BUTTON POST HEAD STANDARD TYPE I VEHICLE HEAD STANDARD TYPE IIB (DOUBLE) TYPE IIIB (DOUBLE) SPECIAL DESIGN MAST ARM SIGNAL COMBINATION LIGHTING AND MAST (See Detail 11 Specifications) STANDARD ARM SIGNAL STANDARD REGION NO. STATE FEDERAL PROJECT N0. 5M££T 0:.. M- 1302(4) 1 OF €i LEGEND a. Vehicle Signal Head b. Internally Illuminated Sign c. Street Name Sign d. Pre —Empt Detector e. Pre —Empt Indicator f. Pedestrian Signal Head g. Terminal Compartment h. Controller Cabinet i. Pedestrian Push Button Assembly j. Handhole k. Luminaire NOTES OTop mount plumbizer mounting couplings installed by fabricator at offset distance indicated in chart. OField installed, orientation to be approved by engineer. U3 See Special Provisions for luminaire arm type ®This plan sheet is based on information provided in the Washington State Department of Transportation Design Manuel (revised November 1980). OIf soil conditions at the site are not equal to or better than shown in the foundation detail, then new foundation dimensions will be provided by the engineer and any additional cost will be considered an additive to the contract. © All poles and pole bases shall have one extra 2 -inch conduit that extends to and is capped in the nearest handhole. 0 Bottom of base to extend to center of ped push button. ®, Grout required under base plate to center of pole and finished toward outer surface. A 1/2" tublar drain hole shall be installed. OConcrete shall be Class B poured in place with forming on the top 3 -1/2" and all above grade portions of the foundation. 10' Size and number of conduit per plan. 11 Saw cut paving when foundation in existing paved surface 12 Bolt circles to be ±1/8" dia. with bolts equally spaced +1 /8' around circle, and /or according to manufactures specs. 13 Conduit shall extend 3" above foundation. SIGNAL STANDARD DETAIL CHART Ground Wire Pedestal 13 2" Nom. Grout Pad with 1/2 "Drain in Paved Areas 4 Anchor Bolt. with 2 Washers Pedestal Pedestal and Base Flush in Paved Areas and 2 Nuts each. 5/8" x 14" with and Base 33 (X)(y ){Z} 4" hook. Bolt circle 13 1/2 "+ 1/4" dia. equally spaced. 13 LT. RT. Finished Grade -Al m — B1 I 1 1111 j ail— J Ground Wire to Ground Rod at First Handhole E B5 � I I L,! B7 B8 Conc. Round or Square m rl B11 B1 B2 Class "B" Concrete '2' when constructed B6 B7 �_ B10 in dirt area TOTAL (ft.)3 31 F44F f f Ground Wire Pedestal G G 4 Anchor Bolt with 2 Washers 2 and 2 Nuts each. 5/8" x 18' �] with 4" hook. Bolt circle 13 1/2 "+ 1/4" dia. equally spaced. o I I Finished Grade i 2 0 1 Do C) 0 1 Ground Wire to Ground Rod at First Handhole in in Conc. Round or Square O7 7 TYPE PPB TYPE PS TYPE I PEDESTRIAN PUSH PEDESTRIAN FOUNDATION DETAIL B FOR TYPE PPB FOUNDATION DETAIL C FOR TYPE PS BUTTON POST HEAD STANDARD TYPE I VEHICLE HEAD STANDARD TYPE IIB (DOUBLE) TYPE IIIB (DOUBLE) SPECIAL DESIGN MAST ARM SIGNAL COMBINATION LIGHTING AND MAST (See Detail 11 Specifications) STANDARD ARM SIGNAL STANDARD REGION NO. STATE FEDERAL PROJECT N0. 5M££T 0:.. M- 1302(4) 1 OF €i LEGEND a. Vehicle Signal Head b. Internally Illuminated Sign c. Street Name Sign d. Pre —Empt Detector e. Pre —Empt Indicator f. Pedestrian Signal Head g. Terminal Compartment h. Controller Cabinet i. Pedestrian Push Button Assembly j. Handhole k. Luminaire NOTES OTop mount plumbizer mounting couplings installed by fabricator at offset distance indicated in chart. OField installed, orientation to be approved by engineer. U3 See Special Provisions for luminaire arm type ®This plan sheet is based on information provided in the Washington State Department of Transportation Design Manuel (revised November 1980). OIf soil conditions at the site are not equal to or better than shown in the foundation detail, then new foundation dimensions will be provided by the engineer and any additional cost will be considered an additive to the contract. © All poles and pole bases shall have one extra 2 -inch conduit that extends to and is capped in the nearest handhole. 0 Bottom of base to extend to center of ped push button. ®, Grout required under base plate to center of pole and finished toward outer surface. A 1/2" tublar drain hole shall be installed. OConcrete shall be Class B poured in place with forming on the top 3 -1/2" and all above grade portions of the foundation. 10' Size and number of conduit per plan. 11 Saw cut paving when foundation in existing paved surface 12 Bolt circles to be ±1/8" dia. with bolts equally spaced +1 /8' around circle, and /or according to manufactures specs. 13 Conduit shall extend 3" above foundation. SIGNAL STANDARD DETAIL CHART 3/4" Chamfer, No Chamfer 13 2" Nom. Grout Pad with 1/2 "Drain in Paved Areas SIGNAL MAST ARM DATA POLE ATTACHMENT POINT ANGLES Hole Flush in Paved Areas REMARKS OFFSET DISTANCES (ft.) (Z) (POLE Q TO ATTACHMENT POINT) I (X)(y ){Z} I STATION (on line) OFFSET (ft.) LT. RT. P.O.A. -Al A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 Class "B" Concrete B4 B6 B7 �_ B10 �� /.. - -_ TOTAL (ft.)3 No. 4 rd. or sq. Hoops as Req'd at 1' -0" Centers D1 D2 10 n F1 F2 G H 2 -1/2" X d p 4' Rd. 3' S . _ Cir. X —'2700 " - '. `" .0 8 No. 7 Bars Equally Spaced 5/8" x 8' Copper 25 — Clad Ground Rod Width or Diameter — — FOUNDA'T'ION DEPTHS Use the larger (X)(Y)(Z) value for — W(Y) Z) 3' Rd. 3' SqI double mast arm standards. Applications based on 2500 psf average — (ft.) — 4' Rd. Lateral bearing pressure and 0 @ 260 — 740 10' 7' See Note O — 1100 14' 8' — 1720 19 13' E ^ 4' E 12+42 SUNSET BLVD. N. FOUNDATION DETAIL A — X F44F f f Ground Wire Pedestal G G 4 Anchor Bolt with 2 Washers 2 and 2 Nuts each. 5/8" x 18' �] with 4" hook. Bolt circle 13 1/2 "+ 1/4" dia. equally spaced. o I I Finished Grade i 2 0 1 Do C) 0 1 Ground Wire to Ground Rod at First Handhole in in Conc. Round or Square O7 7 TYPE PPB TYPE PS TYPE I PEDESTRIAN PUSH PEDESTRIAN FOUNDATION DETAIL B FOR TYPE PPB FOUNDATION DETAIL C FOR TYPE PS BUTTON POST HEAD STANDARD TYPE I VEHICLE HEAD STANDARD TYPE IIB (DOUBLE) TYPE IIIB (DOUBLE) SPECIAL DESIGN MAST ARM SIGNAL COMBINATION LIGHTING AND MAST (See Detail 11 Specifications) STANDARD ARM SIGNAL STANDARD REGION NO. STATE FEDERAL PROJECT N0. 5M££T 0:.. M- 1302(4) 1 OF €i LEGEND a. Vehicle Signal Head b. Internally Illuminated Sign c. Street Name Sign d. Pre —Empt Detector e. Pre —Empt Indicator f. Pedestrian Signal Head g. Terminal Compartment h. Controller Cabinet i. Pedestrian Push Button Assembly j. Handhole k. Luminaire NOTES OTop mount plumbizer mounting couplings installed by fabricator at offset distance indicated in chart. OField installed, orientation to be approved by engineer. U3 See Special Provisions for luminaire arm type ®This plan sheet is based on information provided in the Washington State Department of Transportation Design Manuel (revised November 1980). OIf soil conditions at the site are not equal to or better than shown in the foundation detail, then new foundation dimensions will be provided by the engineer and any additional cost will be considered an additive to the contract. © All poles and pole bases shall have one extra 2 -inch conduit that extends to and is capped in the nearest handhole. 0 Bottom of base to extend to center of ped push button. ®, Grout required under base plate to center of pole and finished toward outer surface. A 1/2" tublar drain hole shall be installed. OConcrete shall be Class B poured in place with forming on the top 3 -1/2" and all above grade portions of the foundation. 10' Size and number of conduit per plan. 11 Saw cut paving when foundation in existing paved surface 12 Bolt circles to be ±1/8" dia. with bolts equally spaced +1 /8' around circle, and /or according to manufactures specs. 13 Conduit shall extend 3" above foundation. SIGNAL STANDARD DETAIL CHART ROLE NO. FIELD LOCATION POLE TYPE MOUNTING HEIGHT (ft.) SIGNAL MAST ARM DATA POLE ATTACHMENT POINT ANGLES LUMINAIRE ARM (ft.) FOUNDATION DEPTHS (ft.) REMARKS OFFSET DISTANCES (ft.) (Z) (POLE Q TO ATTACHMENT POINT) 2 WINOLOAD AREAS (ft.) (X)(Y) (X)(y ){Z} I STATION (on line) OFFSET (ft.) LT. RT. P.O.A. -Al A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B1 B2 B3 B4 B6 B7 B9 B10 B11 TOTAL (ft.)3 C D1 D2 E7 E2 F1 F2 G H 11 12 X 3' Rd. 4' Rd. 3' S . 14 +85 (N. 3RD ST 36 X —'2700 a 19 — 25 — { ! — — — — — — — — — — — — — — — — — — — — — — — — 71 — GG V 12+42 SUNSET BLVD. N. 7 2 — X PS !! 1 O - 14 17 +87 (N. 3RD ST) 52 — X M A 14 , e l}' IV or ffillow CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SUNSET BLVD'. N. 8t` N. 3RD ST. / POLE, SCHEDULES DESIGNED DA, MAY 83 FILE NO. DRAWN tJ. CHECKED SCALE FIELD EDOr aAGE —. O. REVISION I o. A-1-1R. I . I APPROVED • *+�� - SHEET-LO—OF I I —D V a% -) rte\ n . t t. ^